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n <br />FILL TESTING <br />TYPE AND FREQUENCY <br />TEST DESCRIPTION <br />TEST DESIGNATION <br />MINIMUM TEST FREQUENCY <br />Moisture -Density Relationship <br />ASTM D-1557 <br />The greater of. one per 5,000 cubic <br />yards or 1 per material type <br />In -Place Moisture/Density <br />ASTM D-2922, ASTM <br />Four (4) field density tests shall be <br />(Nuclear or Drive Ring) <br />-3017, ASTM D-2937 <br />performed for each 1,000 cubic yards <br />f material placed, or at a minimum <br />f four 4 tests per construction da <br />In -Place Density and Moisture <br />ASTM D-1556 <br />10% of required density tests <br />Content Sand -Cone <br />AT Permeability / Boutwell <br />ASTM D-5084/ ASTM <br />One per 5,000 cubic yards placed <br />Method Falling Head Permeability <br />6391 <br />Field Test <br />Laboratory Permeability <br />ASTM D-5084 or <br />One per 10,000 cubic yards placed <br />modified USBR E 9600 <br />Atterberg Limits <br />ASTM D-4318 <br />One per 5,000 cubic yards placed <br />Full Grain Size Distribution <br />ASTM D-422 <br />One per 5,000 cubic yards placed or <br />I per construction day and a minmum <br />f 1 per material type <br />Standard Classification <br />ASTM D-2487 <br />One per 5,000 cubic yards placed or <br />1 per construction day and a minorum <br />f 1 per material e <br />isual Inspection <br />ASTM D-2488 <br />ail <br />6.3 ACCEPTANCE CRITERIA <br />6.3.1 GENERAL <br />Where test results indicate that the lift thickness, maximum particle size, and/or in-place <br />density/moisture content, or the hydraulic conductivity of any portion of the fill does not <br />satisfy the project requirements, that particular portion shall be re -worked or replaced <br />then retested until the required condition has been attained and the resulting product <br />meets or exceeds the Project Specifications. No additional fill shall be placed over an <br />area until the existing fill has been tested horizontally and vertically and determined by <br />the CQA Monitor to meet the Earthwork Specifications of this document. The area to be <br />reworked will be verified by survey if in the opinion of the CQA Monitor conditions <br />warrant this detail. <br />6.3.2 MOISTURE CONTENT AND DENSITY <br />If, in the opinion of the Geotechnical CQA Consultant or his designated representative, <br />fill materials which have been placed and/or are ready to be placed, do not visually have a <br />uniform and homogeneous material characteristic and moisture content throughout, these <br />materials will be removed, without testing, and will be reprocessed and/or reworked until, <br />in the opinion of the Geotechnical CQA Consultant or his designated representative, they <br />meet the Project Specifications. <br />cLAmos409VroxwnP.DicQaer M.docn/Loos <br />-13- <br />Geologic Associates <br />